Laserfiche WebLink
REV1S.—_NUNS <br />date <br />ACRD <br />C:�THORNTON�TTYPSEC 1 <br />I 1/2" D- 3 HOU <br />E UALLY SPACEO <br />STANDARD STORM <br />DRAIN MANHOLE <br />PLAN VIEW <br />'ICK HOLE <br />1"xl 1/4" PICK HOLE <br />1�1�52 /2 <br />. .. <br />— / -'1 t 1/4!* <br />1 t/4" <br />\ 24" <br />31 1/2" <br />SECTION A—A <br />3/4" Steel Bar 1/2" <br />L 4.. <br />Tlq <br />_{ � , / <br />Vent -Optional <br />. <br />30' I r 5-1/2" <br />3 3/8"—�- --� 1 /8" SECTION C—C <br />2 <br />SECTION B—B NOTE: Frame and Cover shall be <br />machined to assure interchangeability <br />and a close• quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />�jj4/4/J��Q/l/��{V�l/��G_��' <br />Cast Iron Frame and Cover – refer <br />Top of pavement grade <br />to Standard Drawing No. S-4 <br />04a �d/r1N <br />Mortar <br />Precast reinforced concrete <br />C) " <br />re adjustment rings <br />-I Z <br />'– <br />3", 4'. k 6" sections <br />required <br />Precast reinforced <br />Precast <br />concrete cone <br />io <br />All joints mortared and <br />.' I 2'-0 <br />banded with mortar on <br />Dia,. <br />both interior and <br />exterior surfaces <br />Precast reinforced manhole. <br />5• Min. <br />ASTM C478, adjust to <br />proper elevation. (1',2'.3'. &. <br />u <br />4' sections as required) <br />o <br />> <br />A <br />Diann. <br />Note: <br />• <br />Eccentric cones shall be <br />used where specified on - 1 <br />`Van <br />the plans. <br />Jorr,s may be either keyed'J} <br />or -cngue and groove- <br />Lowest <br />E <br />Class "B" concrete for <br />base. Pre–cast base <br />may be used if approved <br />by the Director of Public Works <br />ELEVATION <br />e NOTE A t'-6" concrete cone may be used if approved by the Director <br />of Public Works <br />Std. Frame k Cover <br />l' Clear <br />Mortar r <br />.._6" \ <br />Flat slab shall be used when <br />Max. <br />depth does not permit use of <br />toper unit <br />24" <br />Use precast H-20 food rated <br />as manufactured by Tiechert <br />Min <br />or equal. <br />Frame shall be secured to riser or <br />flat slab top with cement mortar <br />FLAT SLAB TOP <br />I 1/2" D- 3 HOU <br />E UALLY SPACEO <br />STANDARD STORM <br />DRAIN MANHOLE <br />PLAN VIEW <br />'ICK HOLE <br />1"xl 1/4" PICK HOLE <br />1�1�52 /2 <br />. .. <br />— / -'1 t 1/4!* <br />1 t/4" <br />\ 24" <br />31 1/2" <br />SECTION A—A <br />3/4" Steel Bar 1/2" <br />L 4.. <br />Tlq <br />_{ � , / <br />Vent -Optional <br />. <br />30' I r 5-1/2" <br />3 3/8"—�- --� 1 /8" SECTION C—C <br />2 <br />SECTION B—B NOTE: Frame and Cover shall be <br />machined to assure interchangeability <br />and a close• quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />�jj4/4/J��Q/l/��{V�l/��G_��' <br />UAI <br />-x/719/ <br />SENIOR ENGINEER <br />DATE <br />04a �d/r1N <br />�+iB/4i <br />APPR L R COMMENDED <br />DATE <br />Min. L— 3' Opening (See Note No 3) <br />A <br />7di <br />PLAN VIEW <br />Standard storm drain manhole <br />refer to Standard Drawing I. <br />No. D– 17. 4' Dic, <br />or sq. <br />Gr.�ut to Foundation ` Dia. of <br />L r3 <br />pipe <br />r 3" <br />-:� <br />a i Class "8" Concrete <br />—5' Min. — i -5' IMin. -- <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />NOTES: <br />I The foundation spall be a minimum of 5' for 44" D.D. p,pe and sl.cper <br />For pipe larger than 44" D.D., the foundation shall extend a 1:111.1 <br />of 8" beyond eacn sce of the pipe. <br />3. Doering to be 3long x (I. D. of oce) 'x:Ce, up to 36, i.0. pipe <br />For Sloes larder than 36" I.D.. opening to be 36" diameter or square. <br />SADDLE -TYPE MANHOLE <br />FOR <br />PIPE 24" DIA. AND LARGER <br />I <br />PLAN VIEW <br />20" <br />1 1/a' R0\0 <br />3 1/2" <br />I i <br />22 1/4" <br />--- <br />SECTION A -A <br />NOTE: <br />Grote_ Shcil be rc9tered to f -cm? <br />with 18" cr 1/4" heat-treated chain <br />FRAME & GRATE <br />(18" STORM DRAIN INLET) <br />PLAN VIEW <br />y— See note 1 <br />t - <br />Mortar (typ.) <br />uD Class "B" concrete <br />SECTION A -A <br />NOTES: <br />1. Frame and Grate shall ccnform to <br />Standard Drawing No. D-16. <br />2. Two feet minimum below finished <br />grade in new development. In <br />existing streets, may be III, than <br />2' with the approval of the engineer. <br />3. Payment for A.C. Appron shall be considered <br />` as included in the unit price for A.C. Misc. Areas <br />(Trench Repair - 0.30') and no additional payment <br />will be made. <br />Mortar <br />Grade Rini <br />Mortar <br />18" R.C.P., <br />SECTION B -B <br />18" STORM <br />DRAIN INLET <br />TRENCH REPAIR: 6" Native Soil at 90% relative <br />compaction unless noted as either Aggregate <br />Base or Asphalt Concreto trench repair on the --. <br />Plans. <br />Existing Pavemqnt —� <br />Compact in 12" max. layers <br />to a min. relative compaction <br />3' of 90% <br />Va r. <br />U.D./2 <br />10" Min. <br />(TYp•) <br />- _ Compact in 24" max. layers <br />to a min. relative compaction / <br />of 80% <br />�- Compact in 6" layers to a min. <br />relative compaction of 90%. - <br />D. Min. <br />O.D. O.D. <br />O.D. 0. D. <br />+ 20" Min. + 20" Min. <br />RIGII,0 CCQI D1IFT <br />1. Relative compaction of materials shall be te�.ted by the State <br />of California, Dept of Transportation Testing Marn,al, test methua No. <br />California 216 of 231. <br />2. All existing pavement shall be neatly cut to line prior to <br />trench excavation. <br />TYPICAL TRENCH BACKFILL <br />3' <br />OD+ 12" <br />COUNTY OF SAN JOAQUIN <br />E. P. <br />or <br />E.T.W. <br />A Place 0.15' Shoulder <br />Backing ( 9' Wide <br />Conform <br />Earthwork (0" s(,Areas) <br />9 I 4' <br />Conform <br />Varies <br />�� Varies <br />GUTTER GRADE <br />TYPICA 1SECTION <br />Stu. 1+00 -to 4y <br />E. P. <br />Place 0.15 Shoulder Backing <br />( Width as Noted ) <br />Conform <br />nu+s.e>4.-�saveesuxe-.. � <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />THO tNTON DRAINAGE PROECT <br />PHASE 2 <br />Conform <br />A Shoulder Backing Shall <br />Be Deleted In Areas <br />Of Trench Repair. <br />GUTTER GRADE- * Slope Varies <br />TYPICAL SECTION <br />Sta. 4+25 to 9+80 ( Right ) <br />E. P. <br />Conform <br />Conform <br />GUTTER GRADE —1 * Slo <br />TYPICAL SECTION <br />Sta. 11+50 to 16+89 ( Right) <br />E.P. <br />Earthwork (Misc.Areas <br />Vanes `4orlt/eos <br />GUTTER GRADE <br />pe Varies <br />Place 0.15' Shoulder <br />y- -Backing ( 4' Wide ) <br />Conform— — — <br />TYPICAL SECTION <br />Sta. 1 +00 to 4+42 ( Left ) <br />Earthwork (Misc.Areas) <br />4' I 4' a' <br />GUTTER GRADE J <br />TYPICAL SECTION <br />Sta. 9+00 to 12+20 ( Left ) <br />E;P, Place 0.15 Shoulder <br />Iffir—Backing ( 9' Wide ) <br />Conform <br />SACRAMENTO BLVD. - <br />CONSTRUCTION DETAILS SET <br />NO. I SHEETS TOTAL <br />1 7 18 <br />t I <br />NOTES: <br />1. Frame and Grate shall ccnform to <br />Standard Drawing No. D-16. <br />2. Two feet minimum below finished <br />grade in new development. In <br />existing streets, may be III, than <br />2' with the approval of the engineer. <br />3. Payment for A.C. Appron shall be considered <br />` as included in the unit price for A.C. Misc. Areas <br />(Trench Repair - 0.30') and no additional payment <br />will be made. <br />Mortar <br />Grade Rini <br />Mortar <br />18" R.C.P., <br />SECTION B -B <br />18" STORM <br />DRAIN INLET <br />TRENCH REPAIR: 6" Native Soil at 90% relative <br />compaction unless noted as either Aggregate <br />Base or Asphalt Concreto trench repair on the --. <br />Plans. <br />Existing Pavemqnt —� <br />Compact in 12" max. layers <br />to a min. relative compaction <br />3' of 90% <br />Va r. <br />U.D./2 <br />10" Min. <br />(TYp•) <br />- _ Compact in 24" max. layers <br />to a min. relative compaction / <br />of 80% <br />�- Compact in 6" layers to a min. <br />relative compaction of 90%. - <br />D. Min. <br />O.D. O.D. <br />O.D. 0. D. <br />+ 20" Min. + 20" Min. <br />RIGII,0 CCQI D1IFT <br />1. Relative compaction of materials shall be te�.ted by the State <br />of California, Dept of Transportation Testing Marn,al, test methua No. <br />California 216 of 231. <br />2. All existing pavement shall be neatly cut to line prior to <br />trench excavation. <br />TYPICAL TRENCH BACKFILL <br />3' <br />OD+ 12" <br />COUNTY OF SAN JOAQUIN <br />E. P. <br />or <br />E.T.W. <br />A Place 0.15' Shoulder <br />Backing ( 9' Wide <br />Conform <br />Earthwork (0" s(,Areas) <br />9 I 4' <br />Conform <br />Varies <br />�� Varies <br />GUTTER GRADE <br />TYPICA 1SECTION <br />Stu. 1+00 -to 4y <br />E. P. <br />Place 0.15 Shoulder Backing <br />( Width as Noted ) <br />Conform <br />nu+s.e>4.-�saveesuxe-.. � <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />THO tNTON DRAINAGE PROECT <br />PHASE 2 <br />Conform <br />A Shoulder Backing Shall <br />Be Deleted In Areas <br />Of Trench Repair. <br />GUTTER GRADE- * Slope Varies <br />TYPICAL SECTION <br />Sta. 4+25 to 9+80 ( Right ) <br />E. P. <br />Conform <br />Conform <br />GUTTER GRADE —1 * Slo <br />TYPICAL SECTION <br />Sta. 11+50 to 16+89 ( Right) <br />E.P. <br />Earthwork (Misc.Areas <br />Vanes `4orlt/eos <br />GUTTER GRADE <br />pe Varies <br />Place 0.15' Shoulder <br />y- -Backing ( 4' Wide ) <br />Conform— — — <br />TYPICAL SECTION <br />Sta. 1 +00 to 4+42 ( Left ) <br />Earthwork (Misc.Areas) <br />4' I 4' a' <br />GUTTER GRADE J <br />TYPICAL SECTION <br />Sta. 9+00 to 12+20 ( Left ) <br />E;P, Place 0.15 Shoulder <br />Iffir—Backing ( 9' Wide ) <br />Conform <br />SACRAMENTO BLVD. - <br />CONSTRUCTION DETAILS SET <br />NO. I SHEETS TOTAL <br />1 7 18 <br />